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Concise seismic fragility computation method using ground motion input clustering under soil-structure interaction
DOI:10.1016/j.soildyn.2025.109769.png)
Abstract
En 中文
• A concise seismic fragility computation method is proposed. • The N-SPC algorithm corrects the highly class unbalanced. • Limited and reasonable representative inputs are selected. • Seismic fragility derived from 109 sets of inputs is replicated using only 15.
Keywords:
seismic fragility
N-SPC algorithm
class imbalance
representative inputs
computational efficiency
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